Chap. 6: Applications of Macroscopic Balances

Slides:



Advertisements
Similar presentations
CTC 261 Bernoulli’s Equation.
Advertisements

Shell Momentum Balances
Momentum Conservation
The Bernoulli Equation
First Law of Thermodynamics-The Energy Equation (4) Work transfer can also occur at the control surface when a force associated with fluid normal stress.
CE 230-Engineering Fluid Mechanics Lecture # BERNOULLI EQUATION.
Fluid Friction. Outline Bernoulli ’ s Equation The Pressure-Drop Experiment Laminar Flow Turbulent Flow The Three Friction Factor Problems Computer Methods.
Elementary Fluid Dynamics: The Bernoulli Equation
Physics 151: Lecture 30 Today’s Agenda
California State University, Chico
Elementary Fluid Dynamics: The Bernoulli Equation CEE 331 June 25, 2015 CEE 331 June 25, 2015 
Bernoulli ’ s Equation. Outline The Energy Balance for a Steady Incompressible Flow The Friction Heating Term Bernoulli ’ s Equation The Head Form Diffusers.
Finite Control Volume Analysis
Volume Flow Measurements. Obstruction Meters u Orifice Meters u Venturi Meters u Flow Nozzles.
California State University, Chico
Elementary Fluid Dynamics: The Bernoulli Equation CVEN 311 Fluid Dynamics 
Fluid mechanics 3.1 – key points
CHAPTER 1O Measuring Fluid Flow Rate, Fluid Velocity,
Flow Measurements Identify an effect that depends on flowrate
CHAPTER 7 ENERGY PRINCIPLE
SURVIVAL MODE Quiz 3 –
ENG. SAMRA ESSALAIMEH PHILADELPHIA UNIVERSITY 2 ND SEMESTER Thermo-Fluid.
Lecture 2 Single Phase Flow Concepts
Unit: IV-Fluid Dynamic
Flow inside turbomachines
FLUID DYNAMICS BERNOULLI’S EQUATION BY GP CAPT NC CHATTOPADHYAY.
Chapter 6: Bernoulli and energy equations
CTC 450 Bernoulli’s Equation EGL/HGL.
T W DAVIES1 CONSERVATION OF MECHANICAL ENERGY FRICTIONLESS FLOW ALONG A STREAMLINE MECHANICAL ENERGY BALANCE ON A UNIT MASS OF FLUID –POTENTIAL ENERGY.
FLUID Characteristics of Fluid Flow (1) Steady flow (lamina flow, streamline flow) The fluid velocity (both magnitude and direction) at any given point.
Finite Control Volume Analysis CVEN 311 Application of Reynolds Transport Theorem.
Flow Measurement and Control
Flow In Circular Pipes Objective ä To measure the pressure drop in the straight section of smooth, rough, and packed pipes as a function of flow rate.
FREE CONVECTION 7.1 Introduction Solar collectors Pipes Ducts Electronic packages Walls and windows 7.2 Features and Parameters of Free Convection (1)
© Fox, McDonald & Pritchard Introduction to Fluid Mechanics Chapter 6 Incompressible Inviscid Flow.
Friction Losses Flow through Conduits Incompressible Flow.

Statika Fluida Section 3. Fluid Dynamics Objectives Introduce concepts necessary to analyse fluids in motion Identify differences between Steady/unsteady.
MFSacedon Study of Fluids. MFSacedon Fluids in Motion Topics: Fluid flows Continuity equation Bernoulli ‘s Energy Equation.
Pipe flow analysis.
SUGGESTED MINIMUM KNOWLEDGE OF FLUID MECHANICS AND FOR FE EXAM
CHAPTER 3 The Bernoulli Equation. Bernoulli Equation (B.E) ? 4- Unknowns : 4- equations : 1- Continuity Equation & 3 - Momentum Equations (E.E for inviscid.
Momentum Equation and its Applications
Major loss in Ducts, Tubes and Pipes
Fluid Mechanics, KU, 2011 Chap. 8: One-Dimensional Flows Incompressible Newtonian fluids considered here EOC + Navier-Stokes eq. (EOM with Newtonian CE)
1 Dept. of Agricultural & Biological Engineering University of Illinois TSM 363 Fluid Power Systems TSM 363 Fluid Power Systems Bernoulli’s Law and Applications.
SIGMA INSTITUTE OF ENGINEERING
Internal Incompressible
Energy Loss in Valves Function of valve type and valve position
ABE 223 ABE Principles – Machine systems Bernoulli’s Law Tony Grift
Subject Name: FLUID MECHANICS
Part II. Dimensional Analysis and Experimentation
The Bernoulli Equation
Summary of Chapter 4 Equations
Bernoulli’s Equation (Mechanical Energy Balance)
Fluid flow in an open channel
CTC 450 Bernoulli’s Equation EGL/HGL.
Bernoulli’s Equation (Mechanical Energy Balance)
Conservation of Energy/Bernoulli’s Equation
FLUID MECHANICS REVIEW
Fluid flow A fluid is a substance that flows When subjected to a shearing stress layers of the fluid slide relative to each other Both gases and liquids.
Part VI:Viscous flows, Re<<1
Applications of Bernoulli Equations
FLUID MECHANICS - Review
Flow Measurements.
We assume here Ideal Fluids
Section 8, Lecture 1, Supplemental Effect of Pressure Gradients on Boundary layer • Not in Anderson.
Introduction to Fluid Mechanics
Conservation of momentum
Introduction to Fluid Mechanics
Presentation transcript:

Chap. 6: Applications of Macroscopic Balances 1. Introduction • Conservation of mass, energy, & momentum Simplified version at steady states Ex.) Expansion losses in No. of unknowns > No. of eqn. (p1-p2) or F must be known

• Simpler applications Case I: Viscous losses for a given flow P from EOM  Losses from EOE (prior information F) Case II: Force for a given flow P from EOE  Force from EOM (prior information viscous losses) Case III: Pressure change for a given flow Known F  P from EOM or Known viscous losses  P from EOE

2. Losses in Expansion • Losses in flow of an incompressible fluid through an expansion (Table 5-1) • P from EOM  Losses from EOE • Assumption: turbulent, uniform velocity over cross-section at positions 1 and 2 (==1) F component in flow direction Fluid pressure on the expansion surface at plane “e” Let’s decompose F: Tangential friction drag along the walls (Pe: gage pres., outside pres.=0)

pep1 (small distance) (pep1, short segment, Ve=V1) • From Bernoulli eq. Borda-Carnot eq.: (See Table 5-1)

3. Force on a Reducing Bend Horizontal reducing bend 3. Force on a Reducing Bend • Force necessary to maintain a 90o reducing bend • P from EOE  Force from EOM • Incompressible fluid, turbulent (flat velocity, ==1, <V>=V), no shaft work (No gravity in xy-plane)

4. Jet Ejector Uniform Vs & Vj at pt. 1 Uniform velocity at pt. 2 (p2 - p1) (positive ?)

(No gravity, F=0)

5. Flow through an Orifice • Q & p ? • p from EOM or EOE (but, from EOE here due to difficulty to measure F) • One of flow measuring systems e.g., venturi meter, rotameter, turbine meter • Incompressible, uniform velocity

6. Pitot Tube (stagnation pt.) • Velocity profiles in a flowing system by means of pressure measurement • p from Bernoulli eq. (stagnation pres.) • Useful for high Re condition (viscous terms should be considered at low Re)

Re=1.2*105 Re=800

(valid for 50 < Re < 100) 7. Diameter of a Free Jet Laminar flow Uniform velocity Negligible (valid for 50 < Re < 100)

8. Manifold Negligible Horizontal Horizontal Negligible Pressure recovery Negligible Horizontal Horizontal Negligible Side flow